Laboratory versus Nondestructive Testing for Pavement Design-Reference-Cited by-同舟云学术

Laboratory versus Nondestructive Testing for Pavement Design

Published:1992-03 Issue:2 Volume:118 Page:207-222
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Houston William N.¹,Mamlouck Michael S.¹,Perera Rohan W. S.²

Affiliation:

1. Prof. of Civ. Engrg., Arizona State Univ., Tempe, AZ 85287

2. Sr. Engr., Soil and Mater. Engrs., Inc., 34400 Glendale Ave., Livonia, MI 48150

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281992%29118%3A2%28207%29

Reference10 articles.

1. Determination of layer moduli using a falling weight deflectometer;Ali N. A.;Transp. Res. Rec.,1987

2. New relationships between structural properties and asphalt mix parameters;Baladi G. V.;Transp. Res. Rec.,1988

3. Relationship between moduli measured in the laboratory by different procedures and field deflection measurements;Bonaquist R.;Proc.,1986

4. Bush A.J. III. (1980). “Nondestructive testing for light aircraft pavements Phase I: Evaluation of nondestructive testing devices.” Report No. FAA‐RD‐80‐9 Federal Aviation Admin. Washington D.C.

5. Direct calculation of maximum curvature and strain in asphalt concrete layers of pavements from load deflection basin measurements;Jung F. W.;Transp. Res. Rec.,1988

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